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Yang, Xin-guang, Chi, Shi-chun (2013) Upper bound finite element analysis of slope stability using a nonlinear failure criterion. Computers and Geotechnics, 54. 185-191 doi:10.1016/j.compgeo.2013.06.007

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Reference TypeJournal (article/letter/editorial)
TitleUpper bound finite element analysis of slope stability using a nonlinear failure criterion
JournalComputers and Geotechnics
AuthorsYang, Xin-guangAuthor
Chi, Shi-chunAuthor
Year2013 (October)Volume54
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2013.06.007Search in ResearchGate
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Mindat Ref. ID1006218Long-form Identifiermindat:1:5:1006218:2
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Full ReferenceYang, Xin-guang, Chi, Shi-chun (2013) Upper bound finite element analysis of slope stability using a nonlinear failure criterion. Computers and Geotechnics, 54. 185-191 doi:10.1016/j.compgeo.2013.06.007
Plain TextYang, Xin-guang, Chi, Shi-chun (2013) Upper bound finite element analysis of slope stability using a nonlinear failure criterion. Computers and Geotechnics, 54. 185-191 doi:10.1016/j.compgeo.2013.06.007
In(2013) Computers and Geotechnics Vol. 54. Elsevier BV

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Li, X. (2007) Finite element analysis of slope stability using a nonlinear failure criterion. Computers and Geotechnics, 34. 127-136 doi:10.1016/j.compgeo.2006.11.005
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Vicente da Silva, M. (2025) Nonlinear Mohr–Coulomb yield criterion: Integration in ADMM-based finite element limit analysis formulation and application to slope stability assessment. Computers and Geotechnics, 177. doi:10.1016/j.compgeo.2024.106897
Chwała, Marcin (2021) Upper-bound approach based on failure mechanisms in slope stability analysis of spatially variable c-φ soils. Computers and Geotechnics, 135. 104170pp. doi:10.1016/j.compgeo.2021.104170
Zhang, Jian, Gao, Yufeng, Feng, Tugen, Yang, Junsheng, Yang, Feng (2018) Upper-bound finite-element analysis of axisymmetric problems using a mesh adaptive strategy. Computers and Geotechnics, 102. 148-154 doi:10.1016/j.compgeo.2018.06.008
Cheng, Y.M., Li, Liang, Chi, Shi-chun, Wei, W.B. (2007) Particle swarm optimization algorithm for the location of the critical non-circular failure surface in two-dimensional slope stability analysis. Computers and Geotechnics, 34. 92-103 doi:10.1016/j.compgeo.2006.10.012
Liu, S.Y., Shao, L.T., Li, H.J. (2015) Slope stability analysis using the limit equilibrium method and two finite element methods. Computers and Geotechnics, 63. 291-298 doi:10.1016/j.compgeo.2014.10.008
Dyson, A.P., Griffiths, D.V. (2024) An efficient strength reduction method for finite element slope stability analysis. Computers and Geotechnics, 174. 106593 doi:10.1016/j.compgeo.2024.106593
Ukritchon, Boonchai, Keawsawasvong, Suraparb (2019) Three-dimensional lower bound finite element limit analysis of an anisotropic undrained strength criterion using second-order cone programming. Computers and Geotechnics, 106. 327-344 doi:10.1016/j.compgeo.2018.11.010
Sun, Rui, Yang, Junsheng, Lan, Yunhuan, Cai, Haibing, Zhang, Kai, Yang, Feng (2024) Undrained face stability analysis of dual circular tunnels using three-dimensional adaptive lower bound finite element limit analysis method. Computers and Geotechnics, 173. 106484 doi:10.1016/j.compgeo.2024.106484
 
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